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DAFTAR PUSTAKA
1. Schmit K., “Fiberglass Reinforced Plastics (FRP) Piping System Designing Process/Facilities Piping System with FRP A Comparison to Traditional Metallic Materials”, EDO Specialty Plastics, Baton Rouge, May 29th, 1998.
2. Norman Yanuar, “Perancangan Pipa Penyalur Bawah Laut Menggunakan Material Komposit GRP”, Tugas Sarjana, Teknik Mesin FTI ITB, 2006.
3. William D. Callister, Jr., “Materials Science and Engineering an Introduction”, Sixth edition, John Wiley & Sons, Inc., USA, 2003.
4. Michael F. Ashby, “Materials Selection in Mechanical Design”, Third edition, Elsevier Butterworth Hienemann, 2005.
5. Dr. Ir. Bambang Kismono Hadi, “Mekanika Struktur Komposit”, Penerbit ITB, Bandung, 2000.
6. Isaac M. Daniel, and Ori Ishai, Engineering Mechanics of Composite Materials, Oxford University Press, New York, 1994.
7. Robert M. Jones, Mechanics of Composite Materials, Hemisphere Publishing Corporation, New York, 1975.
8. ISO 14692, “Petroleum and Natural Gas Industries – Glass-reinforced Plastics (GRP) Piping”, 2002.
9. Bulletin No. C3030, “Time-tested Fiberglass Piping Systems from Smith Fibercast”, www.fibersmithfibercast.com, Desember 1st, 2004.
10. Sam Kannappan, P.E., “Introduction to Pipe Stress Analysis”, John Wiley & Sons, Inc., Canada, 1986.
11. API Specification 15HR, “Specification for High Pressure Fiberglass Line Pipe”, Third edition, 2001.
12. http://www.acipco.com/adip/pipe/, Long Span and Piping Supports.
13. http://www.kuleuven.ac.be, Lecture 6: Elastic Instability Modes.
14. API RP 1102, “Pipes Crossing Railroads and Highways”, July 2002.
15. Manual No. E5000, “Engineering & Piping Design Guide – Smith Fibercast”, October 15th, 2003.
16. COADE Software Engineer, “CAESAR II version 4.50 Aplications Guide”, January 2003.
116
17. FEED Fasilitas Produksi Proyek Pengembangan Pondok Tengah, PT. Singgar Mulia, 2007.
18. American Lifelines Aliance, “Guideline for the Design of Buried Stell Pipe”, July 2001.
LAMPIRAN A
Contoh Perhitungan Analisis Statik Span Menggunakan
MathCAD 2000
Densitas medium c 856.2kg
m3
Densitas pipa p 1930kg
m3
t 6.2 10 3 m
tOD ID( )
2Tebal dinding pipa
D 0.203 m
DOD ID( )
2Diameter rata-rata pipa
ID 196.6mmDiameter dalam pipa
OD 209mmDiameter luar pipa
STAR FRP SERIES 800 API-15 HR ACTSeri pipa
DATA PIPA
Pe 1atmTekanan Eksternal
Percepatan Gravitasi g 9.807m
s2
DATA LINGKUNGAN
Tmax 60CTemperatur perancangan maximum
Ti 21.1CTemperatur instalasi
Pd 4.14 106PaTekanan dalam
DATA OPERASI
8" crude pipeline
KONDISI OPERASIANALISIS STATIK SPAN
A2 1Faktor parsial untuk resistansi kimia
A1 1Faktor parsial untuk temperatur
Ip 2.033 10 5 m4
Ip64
OD4 ID4Inersia polar pipa
TIDAK ADA BEBAN THERMAL
BERDASARKAN TEGANGAN AKSIAL YANG DIPERBOLEHKAN(ISO 14692)
PERHITUNGAN PANJANG SPAN STATIK
o 33.382kgm
o effID2
4Kombinasi massa linear pipa + fluida(ISO 14692)
eff 1.1 103 kg
m3
eff c 4p tID
Densitas kombinasi efektif pipa + fluida(ISO 14692)
A 3.95 10 3 m2
A4
OD2 ID2Luas penampang pipa
PERHITUNGAN BERAT PIPA
r 0.45Rasio kekuatan biaxial
qs 140.2 106PaTegangan tarik axial maksimum pipa
v 0.39Poisson's Ratio (Minor)
Eh 22.8 109PaModulus Elastisitas Hoop
Ea 13.8 109PaModulus Elastisitas Axial
Sat Ea Teff
Teff 33.065 C
Teff 0.85 Tmax Ti( )
15.7 10 6mmmm
CTegangan aksial akibat ekspansi termal
Sl 3.303 107 Pa
SlPd Pe( ) D
4 tTegangan aksial akibat tekanan dalam
Sh 6.605 107 Pa
ShPd Pe( ) D
2 tTegangan hoop akibat tekan dalam
A3 1Faktor parsial untuk beban siklik
A2 1Faktor parsial untuk resistansi kimia
A1 1Faktor parsial untuk temperatur
ADA BEBAN THERMAL
Ls 1.152 m
Ls root 0.67 A1 A2 A3 1 r( )Sh2
r qs2
Slo 9.81 La2 OD
16 IpLa
Panjang span statik maksimum pipa
La 0mPendefenisian awal
Sl 3.303 107 Pa
SlPd Pe( ) D
4 tTegangan aksial akibat tekanan dalam
Sh 6.605 107 Pa
ShPd Pe( ) D
2 tTegangan hoop akibat tekan dalam
A3 1Faktor parsial untuk beban siklik
Faxial Fat FapGaya tekan aksial total
Fap 7.059 104 N
Fap A Ea pGaya tekan aksial akibat ekspansitekanan
p 1.295 10 3
p1
2 Eav
Eh
Pd
OD ID( )2
2t
Ekspansi pipa akibat tekanan dalam
Fat 2.83 104 N
Fat A Ea TeffGaya tekan aksial akibat ekspansi
Teff 33.065 C
Teff 0.85 Tmax Ti( )Perubahan temperatur efektif
15.7 10 6mmmm
CKoofisien ekspansi termal
BERDASARKAN EULER BUCKLING(ISO 14692)
Lst 2.254 m
Lst root 0.83 A1 A2 A3 1 r( )Sh2
r qs2
SLo 9.81 La2 OD
16 IpLa
Panjang span statik maksimum pipa
La 0mPendefinisian awal
SL 4.019 107 Pa
SL Sl SatTegangan aksial total akibattekanan dalam+ekspansi termal
Sat 7.164 106 Pa
Lsmax 1.152 mJadi span maksimum yang diperbolehkan
Lsmax min Span( )
Span
Ls
Lst
Lse
Lse 3.053 mBerdasarkan euler buckling
Lst 2.254 mAda Beban termal (f2=0.83)
Ls 1.152 mTidak ada beban termal (f2=0.67)
Berdasarkan tegangan aksial yang diperbolehkan
Span Statik
PENENTUAN PANJANG SPAN MAKSIMUM YANG DIPERBOLEHKAN
Lse 3.053 m
Lse3 D3 t
3 8 FaxialEaPanjang span statik maksimum pipa
Faxial 9.889 104 N
LAMPIRAN B
Contoh Perhitungan Kedalaman Kubur Maksimum
Menggunakan MathCAD 2000
Diameter luar pipa OD 0.209m
Diameter dalam pipa ID 0.1966m
Diameter rata-rata pipa DOD ID( )
2D 0.203 m
Tebal dinding pipa tOD ID( )
2
t 6.2 10 3 m
p 1930kg
m3Densitas pipa
c 856.2kg
m3Densitas medium
Modulus Elastisitas Axial Ea 13.8 109Pa
Modulus Elastisitas Hoop Eh 22.8 109Pa
ANALISIS BURIALKONDISI OPERASI8" crude pipeline
DATA OPERASI
Tekanan dalam Pd 4.14 106Pa
Temperatur instalasi Ti 24C
Temperatur perancangan maximum Tmax 65C
DATA LINGKUNGAN
g 9.807m
s2Percepatan Gravitasi
Tekanan Eksternal Pe 1atm
DATA PIPA
Seri pipa STAR FRP SERIES 800 API-15 HR ACT
A2 1Faktor parsial untuk resistansi kimia
A1 1Faktor parsial untuk temperatur
PERHITUNGAN TEGANGAN ARAH HOOP MAKSIMUM
Kz 0.108Parameter defleksi (open trench)
Kb 0.235Parameter bending (open trench)
(Jenis tanah : sand & gravel)
1500kg
m3Berat jenis tanah
DATA KONDISI LINGKUNGAN
o 33.382kgm
o effID2
4Kombinasi massa linear pipa + fluida(ISO 14692)
eff 1.1 103 kg
m3
eff c 4p tID
Densitas kombinasi efektif pipa + fluida(ISO 14692)
A 3.95 10 3 m2
A4
OD2 ID2Luas penampang pipa
PERHITUNGAN BERAT PIPA
qs 140.2 106PaTegangan tarik axial maksimum pipa
r 0.45Rasio kekuatan biaxial
v 0.39Poisson's Ratio (Minor)
PEHITUNGAN TEGANGAN KEDALAMAN KUBUR RANCANG
hmaks 10.27 m
hmaks root hsum h ht6 Kb g h OD
OD2
Eh t
Eh t3 24 Kz Pd Pe( )OD2
3h
h 0m
PERHITUNGAN KEDALAMAN KUBUR MAKSIMUM
ht 1.247 107 Pa
ht Eh Teff
Teff 34.85 C
Teff 0.85 Tmax Ti( )
15.7 10 6mmmm
CTegangan aksial akibat ekspansi termal
PERHITUNGAN TEGANGAN ARAH HOOP AKIBAT EKSPANSI TERMAL
h 6.605 107 Pa
hPd Pe( ) D
2tTegangan arah hoop akibat tekanan dalam
PERHITUNGAN TEGANGAN ARAH HOOP AKIBAT TEKANAN DALAM
hsum 1.164 108 Pa
hsum 0.83 A1 A2 A3 qsTegangan arah hoop maksimum
A3 1Faktor parsial untuk beban siklik
hd 1.2mkedalaman kubur rancang
Status status if hmaks hd "OK" "NOT OK"( )
status "OK"
Tegangan hoop total yang terjadi pada pipa yang dikubur dengan kedalaman rancang b
6 Kb g hd ODOD2
Eh t
Eh t3 24 Kz Pd Pe( )OD2
3
d h ht b
d 8.295 107 Pa
Safety Factor SFhsum
d
SF 1.403
LAMPIRAN C
Contoh Calculation Sheet Analisis Casing Pada Road Crossing
Menggunakan Microsoft Excel 2007
1
2
3 W = Load Case, (lbs)
4 H = Depth, (ft)
5 D = Outside diameter, (in.)
6 Bd = Bored diameter, (in.)
7
8
9
10
11
12
13
14 Pipe Properties : Critical Case : Tandem Axles
15 - Outside Diameter, D (in.) : Design wheel load, Pt (lbs) : = ton
16 - Design factor, F : Contact area of wheel, Ap (in.²) :
17 - Wall thichness, tw (in.) : Depth, H (ft) : = m
18 - Material : API 5L Gr. B Bored Diameter, Bd (in.) :
19 - Specified Minimum Yield Strength, SMYS (psi) : Soil type : B
20 - Specified Minimum Tensile Strength, SMTS (psi) : Modulus of soil reaction, E' (ksi) :
21 - Young's Modulus, ES (ksi) : Resilient modulus, Er (ksi) : 10
22 - Unit Weight (lb/ft³) : Soil unit weight (lb/ft³) : = lb/in³
60,000
3.00E+07
490 0.069120
0.188
12.750
35,000
4.00
SKECTH
1440.8
12.75 22,046
DATA
10
Diameter 8"Calculation Sheet Analisis Casing Pipa GRP
1.2
1.0
WROW
H
D
C
w
Bd
22 - Unit Weight, (lb/ft ) : Soil unit weight, (lb/ft ) : = lb/in
23 - Poisson's Ratio, S : Pavement type : No Pavement
24 - Coef. of thermal expansion, T (in./in.°F) :
25 - Operating pressure, p (psi) :
26 - Longitudinal joint factor, E :
27 - Type of longitudinal weld :
28
29 A. Cek Allowable Barlow Stress B. Circumferential Stress Due to Earth Load
30 tw/ D =
31 E' (ksi) =
32
33
34 SHi = psi KHe =
35
36 Allowable Stress, S (psi) : H/ Bd =
37 Soil Type =
38
39 S = psi
40 SHi (Barlow) Allowable Stress OK Be =
41 C. Impact Factor, Fi, dan Applied Design Surface Pressure, w Bd/ D =
42 H = ft
43
44
45 Ee =
46 Fi =
47 Applied design surface pressure, w :
48 Critical case = Tandem Axles
49 Pavement Type = No Pavement
50 Design Wheel Load from Tandem Axles, Pt (ki :
51 Applied Design Surface Pressure, w (psi) : SHe = psi
52
535455
22,046
153.10 379
0.83
1.50
Circumferential stress due to earth load :
1.00
4.00 From Fig.5 - Excavation Factor for Earth Load CircumferentialStress, Ee , API RP 1102 :C Fig. 7 - Recommended Impact Factor Versus
Depth, API RP 1102 :
B
From Fig.4 - Burial Factor for Earth Load Circumferential Stress, Be , API RP 110228,000
0.86
From Fig.3 - Stiffness Factor for Earth Load CircumferentialStress, KHe , API RP 1102 :
0 600
3.76
ERW
0.015
1
0.3
6.50E-06
0
1
490 0.069120
StressAllowableBarlowSHi )(
EFSMYSS
DEBKS eeHeHe
wHi t
pDBarlowS2
)(
56 D. Cyclic Stresses, SHh dan SLh
57 D.1 Cyclic Circumferential Stress, SHh D.2 Cyclic Longitudinal Stress, SLh
58596061 tw/ D = tw/ D =
62 Er = 10 ksi KHh = Er = ksi KLh =
63646566 D = in. D = in.
67 H = ft GHh = H = ft GLh =
68697071 D = 13 in. R = D = in. R =72 H = ft L = H = ft L =7374 Cyclic circumferential stress due to highway vehicular load : Cyclic longitudinal stress due to highway vehicular load :75
76
77 SHh = psi SLh = psi
78
79 E. Circumferential Stress Due to Internal Pressurization, SHi G. Check Fatigue
1.00 4.00 1.00
2,526 1,975
4.00
From Table 2 - Highway Pavement Type Factors, R, and Axle Configuration Factors, L, API RP 1102:
1.10 12.75 1.10
From Table 2 - Highway Pavement Type Factors, R, and Axle Configuration Factors, L , API RP 1102:
10 6.80
From Fig. 14 - Highway Stiffness Factor for Cyclic Circumferential Stress, KHh , API RP 1102:
From Fig. 16 - Highway Stiffness Factor for Cyclic Longitudinal Stress, KLh , API RP 1102:
8.00
0.014750.01475
1.15
12.750 12.75
4.00
From Fig. 15 - Highway Geometric Factor for Cyclic Circumferential Stress, GHh , API RP 1102:
From Fig. 17 - Highway Geometric Factor for Cyclic Longitudinal Stress, G Lh , API RP 1102:
1.25 4.00
wFLRGKS iHhHhHh wFLRGKS iLhLhLh
79 E. Circumferential Stress Due to Internal Pressurization, SHi G. Check Fatigue
80 G.1 Girth Weld81 Circumferential stress due to internal pressure : F =
82 SLh = psi
8384
85 SHi = psi
86 SFG = psi
87 F. Principical Stresses, S1, S2, S3 SFG x F = psi
88 The girth weld fatigue check is as follows:89 Maximum Circumferential stress , S1 :
90 OK
9192 S1 = psi So, cyclic longitudinal stress from girth weld fatigue.93 Design OK.94 Maximum Longitudinal stress , S2 :
95 G.2 Longitudinal Weld96 F =
97 T1 = temperature at time of installation, °F = 70 SHh = psi
98 T2 = max. operating temperature, °F =99 S2 = psi100
101 Maximum Radial stress , S3 : SFL = psi (For ERW pipe)
102 SFL x F = psi
103104 S3 = psi The longitudinal weld fatigue check is as follows:105
106 Total effective stress, Seff : OK
107108 So, cyclic circumferential stress from longitudinal weld fatigue.109 Design OK.
110 Seff = psi
111 Cek :112113114 Feff = Seff SMYS x F115 Total Effective Stress must be smaller or same with SMYS x F , 116 Then, design is OK.
11,346 28,000
16,800
<
-9,611 Refer to Table 3 - Fatigue Endurance Limits, SFG and SFL , for Various Steel Grades, API RP 1102 , for API 5L Gr.X42 :
11,346
21,000
16,800
0
2,526
2,905 <
0.8
2,526
12,000
9,600
1,975 9,600
0.8
1,975
Refer to Table 3 - Fatigue Endurance Limits, SFG and SFL , for Various Steel Grades, API RP 1102 , for API 5L Gr. B :0
0.80
130
wFLRGKS iHhHhHh wFLRGKS iLhLhLh
w
wHi t
tDpS
2
HiSHSHeSS1
MOPorMAOPpS 3
213
232
2212
1 SSSSSSeffS
FSS FGLh
FSS FLHh
HiHesTsL SSTTESS 122
effFSMYSeffS
LAMPIRAN D
Contoh Perhitungan Analisis Shell Buckling dan Euler Buckling
Menggunakan MathCAD 2000
Diameter luar pipa OD 209mm
Diameter dalam pipa ID 196.6mm
Diameter rata-rata pipa DOD ID( )
2D 0.203 m
Tebal dinding pipa tOD ID( )
2
t 6.2 10 3 m
p 1930kg
m3Densitas pipa
c 856.2kg
m3Densitas medium
Modulus Elastisitas Axial Ea 13.8 109Pa
Modulus Elastisitas Hoop Eh 22.8 109Pa
ANALISIS SHELL BUCKLINGKONDISI OPERASI
8" Crude Pipeline
DATA OPERASI
Tekanan dalam Pd 4.14 106Pa
Temperatur instalasi Ti 24C
Temperatur perancangan maximum Tmax 60C
DATA LINGKUNGAN
g 9.807m
s2Percepatan Gravitasi
Tekanan Eksternal Pe 1atm
DATA PIPA
Seri pipa STAR FRP SERIES 800 API-15 HR ACT
p 1.295 10 3
p1
2 Eav
Eh
Pd
OD ID( )2
2t
Ekspansi pipa akibat tekanan dalam
Ekspansi Tekanan
Fat 2.619 104 N
Fat A Ea TeffGaya tekan aksial akibat ekspansi
Teff 30.6 C
Teff 0.85 Tmax Ti( )Perubahan temperatur efektif
15.7 10 6mmmm
CKoofisien ekspansi termal
Ekspansi Termal
PERHITUNGAN TEGANGAN AKSIAL KOMPRESI(ISO 14692)
o 33.382kgm
o effID2
4Kombinasi massa linear pipa + fluida(ISO 14692)
eff 1.1 103 kg
m3
eff c 4p tID
Densitas kombinasi efektif pipa + fluida(ISO 14692)
A 3.95 10 3 m2
A4
OD2 ID2Luas penampang pipa
PERHITUNGAN BERAT PIPA
r 0.45Rasio kekuatan biaxial
qs 140.2 106PaTegangan tarik axial maksimum pipa
v 0.39Poisson's Ratio (Minor)
o 1.632
o0.83
0.1 0.005IDt
Konstanta
TEGANGAN MAKSIMUM SHELL BUCKLING(ISO 14692)
at 2.64 107 Pa
at ab aeTegangan kompresi aksial total
ae 2.45 107 Pa
aeFaxial
ATegangan kompresi aksial akibat ekspansi
Tegangan Kompresi Aksial Total
Faxial 9.678 104 N
Faxial Fat FapGaya tekan aksial total
Gaya Kompresi Aksial Total
ab 1.894 106 Pa
ab
o 9.81m
s2Ls2 OD
16 IpTegangan kompresi akibat bending
Ip 2.033 10 5 m4
Ip64
OD4 ID4Inersia polar pipa
Ls 3mPanjang span
Tegangan Kompresi Akibat Bending
Fap 7.059 104 N
Fap A Ea pGaya tekan aksial akibat ekspansitekanan
0.1887 0.8113 o
1.513
Modulus efektif Eeff Ea Eh( )
Eeff 1.774 1010 Pa
Tegangan maksimum shell buckling usb 0.9Eeff t
D
usb 7.384 108 Pa
SAFETY FACTOR
Safety factor Rasiousbat
Rasio 27.976
Status status if Rasio 3 "OK" "NOT OK"( )
status "OK"
Diameter luar pipa OD 209mm
Diameter dalam pipa ID 196.6mm
Diameter rata-rata pipa DOD ID( )
2D 0.203 m
Tebal dinding pipa tOD ID( )
2
t 6.2 10 3 m
p 1930kg
m3Densitas pipa
c 856.2kg
m3Densitas medium
Modulus Elastisitas Axial Ea 13.8 109Pa
Modulus Elastisitas Hoop Eh 22.8 109Pa
ANALISIS EULER BUCKLINGKONDISI OPERASI
DATA OPERASI8" Crude Pipeline
Tekanan dalam Pd 4.14 106Pa
Temperatur instalasi Ti 24C
Temperatur perancangan maximum Tmax 60C
DATA LINGKUNGAN
g 9.807m
s2Percepatan Gravitasi
Tekanan Eksternal Pe 1atm
DATA PIPA
Seri pipa STAR FRP SERIES 800 API-15 HR ACT
p 1.295 10 3
p1
2 Eav
Eh
Pd
OD ID( )2
2t
Ekspansi pipa akibat tekanan dalam
at 6.63 106 Pa
at Ea TeffTegangan tekan aksial akibat ekspansi
Teff 30.6 C
Teff 0.85 Tmax Ti( )Perubahan temperatur efektif
15.7 10 6mmmm
CKoofisien ekspansi termal
EULER BUCKLING
o 33.382kgm
o effID2
4Kombinasi massa linear pipa + fluida(ISO 14692)
eff 1.1 103 kg
m3
eff c 4p tID
Densitas kombinasi efektif pipa + fluida(ISO 14692)
A 3.95 10 3 m2
A4
OD2 ID2Luas penampang pipa
PERHITUNGAN BERAT PIPA
r 0.45Rasio kekuatan biaxial
qs 140.2 106PaTegangan tarik axial maksimum pipa
v 0.39Poisson's Ratio (Minor)
status "OK"
status if rasio 3 "OK" "NOT OK"( )Status
rasio 21.534
Rasio rasiou
axial
u 5.276 108 Pa
Tegangan buckling ekuivalen uFamax
D t
Famax 2.084 106 N
Famax3 D3 t
8 L2EaGaya aksial maksimum euler buckling
L 1.152mPanjang span statik maksimum pipa
axial 2.45 107 Pa
axial at apTegangan tekan aksial total
ap 1.787 107 Pa
ap Ea pTegangan tekan aksial akibat ekspansitekanan
LAMPIRAN E
Typical Drawing Sistem Perpipaan
Gambar E.1 Gambar isometrik sistem perpipaan
Gambar E.2 Typical road crossing
Gambar E.3 Typical river crossing
Gambar E.4 Typical trench of pipeline
Gambar E.1 Gambar isometrik sistem perpipaan
Gambar E.2 Typical road crossing
Gambar E.3 Typical river crossing
Gambar E.4 Typical trench of pipeline
LAMPIRAN F
DATA SPESIFIKASI PRODUK PIPA STAR™ ALIPHATIC
AMINE LINE PIPE
Pro
du
ct
Descri
pti
on
•P
ressu
re -
Up
to
32
50
psi (
22
,4 M
Pa
)
•R
esin
Syste
m -
Alip
hatic A
min
e C
ure
d E
poxy
•R
ein
forc
em
ent
- P
rem
ium
Fib
erg
lass
•Jo
inin
g S
yste
ms -
AP
I 8
rd
•Jo
int
Le
ng
th -
30
Fe
et
(9,1
Me
ters
) N
om
ina
l
Ra
nd
om
Le
ng
ths o
f 2
0 t
o 3
2 F
ee
t (6
,1 t
o 9
,8 M
ete
rs)
•F
ittings -
A v
ariety
of
fila
ment
wound A
PI
thre
aded f
ittings a
re a
vaila
ble
.
Purc
hase a
ll fittin
gs b
y t
hre
ad s
ize a
nd d
esig
n p
ressure
rating o
nly
.
•Te
mp
era
ture
- U
p t
o 2
00
° F
(9
3.3
° C
) M
axim
um
•S
ize
s -
1½
th
rou
gh
8 in
ch
es
Hig
h P
ressu
re D
esig
n ≥
≥ ≥ ≥ ≥ 500 p
si
•A
PI 1
5H
R D
esig
ned, M
onogra
mm
ed P
roducts
are
indic
ate
d b
y a
check m
ark
()
•Life E
xpecta
ncy -
20 y
ears
at fu
ll ra
ting
•D
esig
n T
em
pera
ture
- 1
50°
F (65.6
° C
)
•W
all
Thic
kness - N
om
inal
•H
oop S
tress - A
vera
ge L
ong T
erm
Hydro
sta
tic S
trength
(LT
HS
), A
ST
M D
2992-B
•1
00
% F
acto
ry H
yd
rote
st - A
t 1.5
x the s
eries rate
d p
ressure
of 150°
F (
65
.6°
C)
Be
ne
fits
•C
orr
osio
n C
ontr
ol
•R
educed P
ara
ffin
& S
cale
Build
-Up
•R
educed Insta
llation C
osts
•R
educed M
ain
tance C
ost
•Im
pro
ved F
low
Effic
iency
Ph
ysic
al P
rop
ert
ies
•D
en
sity (
lbs/c
u ft)
= 1
24
•D
en
sity (
kg
s/c
u c
m)
= 1
,93
x 1
0-3
•S
pecific
Gra
vity =
1.9
9
Th
erm
al
Pro
pert
ies
•C
oe
ffic
ien
t o
f T
he
rma
l C
on
du
ctivity
0.2
BT
U/(
ft.h
r.°
F) 3
,0 c
al./(
cm
.hr.°
C)
•C
oeffic
ient
of
Therm
al
Expansio
n
8.7
x 1
0-6 in/in/°
F (
15,7
x 1
0-6 m
m/m
m/°
C)
Ap
pli
ca
tio
ns
•F
low
or In
jection L
ines
•O
il, G
as, S
altw
ate
r, C
O2 a
nd
H2S
•T
ransfe
r or D
isposal L
ines
Flo
w F
ac
tors
•H
azen W
illia
ms C
=150
•E
ffective R
oughness =
0.0
0006 in.
(1524 x
10
-6 m
m)
No
min
al
Mo
du
li
•M
odulu
s o
f E
lasticity
Hoop -
3.3
PS
I x 1
06 (
GP
a 2
2,8
)
Axia
l -
2.0
PS
I x 1
06 (
GP
a 1
3,8
)
•P
ois
son’s
Ratio (
Min
or)
= 0
.39
STAR
™ A
lip
hati
c A
min
e L
ine P
ipe
Hig
h P
ressu
re - A
PI 15H
R D
ES
IGN
- P
rod
uct D
ata
15
HR
-00
01
/ 1
5H
R-0
00
5
LIC
EN
SE
E Q
1 R
AT
ED
Ad
van
ced
C
om
po
sit
e T
hre
ad
(A
CT
)
Jo
inin
g S
yste
mA
PI
Th
rea
ds
•A
dva
nce
d C
om
po
site
Th
rea
d (
AC
T)
- M
old
ed
th
rea
ds
usin
g a
gra
ph
ite
ce
ram
ic a
nd
ep
oxy c
om
po
site
fo
r
hig
h p
erf
orm
an
ce
ap
plic
atio
ns.
(pate
nt n
o’s
4,9
99,3
89 &
5,1
79,1
40)
•P
recis
ion
Gro
un
d T
hre
ad
(P
GT
) -
Typ
ica
l gro
un
d
thre
ad
s p
rod
uce
d w
ith
nu
me
rica
l co
ntr
olle
d g
rin
din
g
equip
ment.
•A
ll 1
½”
EU
E 1
0rd
an
d 2
-3/8
” -
4½
” E
UE
8rd
AP
I
thre
ad
s c
on
form
to
AP
I 5
B T
ab
le 1
4 (
L4
is
min
imu
m)
an
d a
ll 5
½”
- 9
-5/8
” O
D 8
rd c
asin
g t
hre
ad
s c
on
form
to A
PI
5B
Ta
ble
7 (
L4
is m
inim
um
)
Pe
rfo
rma
nc
e R
ati
ng
s v
s.
Te
mp
era
ture
AS
TM
D 2
992-B
•11
.4 Y
ear Life, LT
HS
psi
(MP
a)
•20 Y
ear
Life,
LT
HS
psi
(MP
a)
•20 Y
ear
Life,
LC
Lpsi
(Low
er
Confidence L
imit)
(MP
a)
150°
F*
(65.6
° C
)
22,2
89
(153,8
)
21,3
48
(147,2
)
20,2
55
(139,7
)
180°
F*
(82.2
° C
)
20,7
03
(142,8
)
19,5
10
(134,5
)
18,5
42
(127,9
)
200°
F
(93
.3°
C)
19,6
48
(135,5
)
18,2
85
(126,1
)
17,4
00
(120,0
)
73.4
° F
(23°
C)
26,3
53
(181,7
)
26,0
04
(179,3
)
24,5
96
(169,6
)
* 150°
F a
nd 1
80°
F d
ata
are
inte
rpola
ted
LP
/STAR
™ A
lip
hati
c A
min
e (A
PI 1
5H
R D
esig
n) - P
ag
e 2
AP
I T
HR
EA
DS
(Metr
ic C
on
vers
ion
s a
re i
n P
are
nth
esis
)
32/
13
49.
2)
7,4
7(7
0.3
)0,
87(
70.
0)
8,1(
07.
0)
0,1(
02.
4)
7,6
01(
45
1)
9,6
4(4
3)
4,6
8(0
05
)4,
3(0
54
)1,
3(0
04
)8,
2(0
04
1)
7,9(
01
)1,
3(0
3(0
)2,
00
71
)8
47
3(0
4.8
)4,
4(U
N5
3
42/
14
58.
3)
8,7
9(2
0.4
)1,
20
1(9
0.0
)3,
2(0
2.1
)8,
1(5
4.5
)4,
83
1(1
02
)3,
16(
62
)0,
66(
00
5)
4,3(
05
4)
1,3(
00
4)
8,2(
00
41
)7,
9(1
1)
4,3(
03
(0)
2,0
09
2)
39
36(
04.
41
)5,
7(U
N5
4
68/
56
39.
5)
6,0
51(
81.
6)
0,7
51(
21.
0)
0,3(
03.
2)
4,3(
51.
7)
6,1
81(
90
3)
2,4
9(7
1)
2,3
4(0
05
)4,
3(0
54
)1,
3(0
04
)8,
2(0
03
1)
0,9(
41
)3,
4(0
2(0
)1,
00
76
)1
77
41(
02.
43
)8,
71(
SM
56
88/
58
47.
7)
6,6
91(
70.
8)
0,5
02(
71.
0)
3,4(
03.
4)
4,6(
52.
9)
0,5
32(
40
4)
1,3
21(
31
)0,
33(
00
5)
4,3(
05
4)
1,3(
00
4)
8,2(
00
31
)0,
9(6
1)
9,4(
03
(0)
2,0
07
11
)4
97
52(
01.
85
)3,
03(
SM
58
Seri
es 1
250 -
AC
T (
All S
izes)
or
PG
T (
2”,
2 ½
”,
3” a
nd
4” S
izes)
Seri
es 1
000 -
AC
T o
r P
GT
(A
ll S
izes E
xcep
t 8”)
Seri
es 8
00 -
AC
T o
r P
GT
(A
ll S
izes E
xcep
t 8”)
Seri
es 5
00 -
PG
T (
All S
izes)PIP
E D
IME
NS
ION
S (N
OM
INA
L)
FG
S R
AT
ED
PR
ES
SU
RE
S(4
)
Pip
e-T
hre
ad
Siz
e
Inch
es
Insid
e
Dia
mete
r
In(m
m)
Min
imu
m
Ben
din
g
Rad
ius
Ft
(m)
Maxim
um
Defl
ecti
on
In/j
t(c
m/j
t)
Co
nn
ec
tio
n
Dia
mete
r
In(m
m)
Pip
e
Weig
ht
Lb
s/f
t(k
g/m
)
Wall
Th
ickn
ess
In(m
m)
Ou
tsid
e
Dia
mete
r
In(m
m)
Maxim
um
Su
pp
ort
Sp
an
Ft
(m)
Ult
ima
te(2
)
Pre
ssu
reA
ST
MD
-1599
psi
(MP
a)
Co
llap
se
Rati
ng
psi
(MP
a)
Sta
tic
(1)
200º F
(93.3
º C
)
psi
(MP
a)
Sta
tic
(1)
180º F
(82.2
º C
)
psi
(MP
a)
Sta
tic
(1)
150º F
(65.6
º C)
psi
(MP
a)
Sh
ort
Te
rm
Ten
sile R
ati
ng
Lb
s(k
gs)
Cap
acit
y
Bb
ls/1
,00
0 f
t
(m3/k
m)
Th
read
ed
Ad
ap
ter
Pro
du
ct
Co
de
28/
32
49.
1)
3,9
4(7
0.2
)6,
25(
70.
0)
8,1(
04.
0(0
)6,
50.
3)
5,7
7(4
01
)7,
13(
05
)0,
72
1(0
57
)2,
5(0
56
)5,
4(0
06
)1,
4(0
01
2)
5,4
1(9
)8,
2(0
01
(0)
7,0
01
1)
52
42(
07.
3)
9,1(
RN
32
2/1
28/
72
73.
2)
2,0
6(2
5.2
)0,
46(
80.
0)
0,2(
06.
0(0
)9,
55.
3)
2,0
9(6
21
)4,
83(
14
)1,
40
1(0
57
)2,
5(0
56
)5,
4(0
06
)1,
4(0
01
2)
5,4
1(9
)8,
2(0
01
(0)
7,0
07
18
47
3()
04.
5)
8,2(
UN
72
32/
13
49.
2)
7,4
7(4
1.3
)8,
97(
01.
0)
5,2(
00.
1)
5,1(
52.
4)
0,8
01(
75
1)
9,7
4(3
3)
8,3
8(0
57
)2,
5(0
56
)5,
4(0
06
)1,
4(0
01
2)
5,4
1(11
)4,
3(0
01
(0)
7,0
07
2)
25
95(
04.
8)
4,4(
UN
53
42/
14
58.
3)
8,7
9(9
0.4
)9,
30
1(2
1.0
)0,
3(0
6.1
)4,
2(5
5.5
)0,
14
1(4
02
)2,
26(
52
)5,
36(
05
7)
2,5(
05
6)
5,4(
00
6)
1,4(
00
91
)1,
31(
21
)7,
3(0
8(0
)6,
00
34
)0
84
9(0
4.4
1)
5,7(
UN
54
68/
56
05.
5)
7,9
31(
58.
5)
6,8
41(
71.
0)
3,4(
02.
3)
8,4(
53.
7)
7,6
81(
29
2)
0,9
8(8
1)
7,5
4(0
57
)2,
5(0
56
)5,
4(0
06
)1,
4(0
00
2)
8,3
1(4
1)
3,4(
08
(0)
6,0
08
8)
00
49
1(0
4.9
2)
3,5
1(U
N5
6
68/
56
39.
5)
6,0
51(
13.
6)
3,0
61(
91.
0)
8,4(
04.
3)
1,5(
53.
7)
7,6
81(
61
3)
3,6
9(7
1)
2,3
4(0
57
)2,
5(0
56
)5,
4(0
06
)1,
4(0
00
2)
8,3
1(5
1)
6,4(
08
(0)
6,0
03
01
)7
07
22(
02.
43
)8,
71(
SM
56
88/
58
47.
7)
6,6
91(
32.
8)
0,9
02(
52.
0)
4,6(
01.
6)
1,9(
55.
9)
6,2
42(
11
4)
3,5
21(
31
)0,
33(
05
7)
2,5(
05
6)
5,4(
00
6)
1,4(
00
02
)8,
31(
71
)2,
5(0
8(0
)6,
00
47
1)
06
38
3(0
1.8
5)
3,0
3(R
M5
8
28/
32
49.
1)
3,9
4(1
1.2
)6,
35(
80.
0)
0,2(
05.
0(0
)7,
01.
3)
7,8
7(5
01
)0,
23(
94
)5,
42
1(0
00
1)
9,6(
00
9)
2,6(
05
8)
9,5(
00
62
)9,
71(
9)
8,2(
00
2)
4,1(
00
41
)6
80
3(0
7.3
)9,
1(R
N3
2
2/1
28/
72
73.
2)
2,0
6(7
5.2
)3,
56(
01.
0)
5,2(
08.
0)
2,1(
55.
3)
2,0
9(8
21
)0,
93(
04
)6,
10
1(0
00
1)
9,6(
00
9)
2,6(
05
8)
9,5(
00
62
)9,
71(
01
)1,
3(0
91
)3,
1(0
02
2)
05
84(
04.
5)
8,2(
UN
72
32/
13
49.
2)
7,4
7(9
1.3
)0,
18(
31.
0)
3,3(
02.
1)
8,1(
04.
4)
8,1
11(
06
1)
8,8
4(3
3)
8,3
8(0
00
1)
9,6(
00
9)
2,6(
05
8)
9,5(
00
62
)9,
71(
11)
4,3(
00
2)
4,1(
00
43
)6
94
7(0
4.8
)4,
4(U
N5
3
42/
14
58.
3)
8,7
9(0
2.4
)7,
60
1(8
1.0
)6,
4(0
2.2
)3,
3(5
6.5
)5,
34
1(0
12
)0,
46(
52
)5,
36(
00
01
)9,
6(0
09
)2,
6(0
58
)9,
5(0
08
2)
3,9
1(3
1)
0,4(
04
2)
7,1(
00
36
)9
88
31(
04.
41
)5,
7(T
M5
4
68/
56
05.
5)
7,9
31(
79.
5)
6,1
51(
42.
0)
1,6(
01.
4)
1,6(
54.
7)
2,9
81(
99
2)
1,1
9(7
1)
2,3
4(0
00
1)
9,6(
00
9)
2,6(
05
8)
9,5(
00
62
)9,
71(
51
)6,
4(0
02
)4,
1(0
00
21
)5
54
62(
04.
92
)3,
51(
TM
56
68/
56
39.
5)
6,0
51(
44.
6)
6,3
61(
52.
0)
4,6(
06.
4)
8,6(
06.
7)
0,3
91(
22
3)
1,8
9(6
1)
6,0
4(0
00
1)
9,6(
00
9)
2,6(
05
8)
9,5(
00
62
)9,
71(
61
)9,
4(0
02
)4,
1(0
00
41
)4
68
03(
02.
43
)8,
71(
QM
56
88/
58
47.
7)
6,6
91(
04.
8)
4,3
12(
33.
0)
4,8(
09.
7)
8,1
1(5
7.9
)7,
74
2(0
24
)0,
82
1(2
1)
5,0
3(0
00
1)
9,6(
00
9)
2,6(
05
8)
9,5(
00
62
)9,
71(
81
)5,
5(0
02
)4,
1(0
07
32
)9
42
25(
01.
85
)3,
03(
QM
58
28/
32
49.
1)
3,9
4(5
1.2
)6,
45(
11.
0)
8,2(
07.
0)
0,1(
51.
3)
0,0
8(8
01
)9,
23(
84
)9,
12
1(0
52
1)
6,8(
00
11)
6,7(
05
01
)2,
7(0
03
3)
8,2
2(0
1)
1,3(
08
3)
6,2(
00
91
)9
81
4(0
7.3
)9,
1(R
N3
2
2/1
28/
72
73.
2)
2,0
6(3
6.2
)8,
66(
31.
0)
3,3(
00.
1)
5,1(
56.
3)
7,2
9(2
31
)2,
04(
93
)1,
99(
05
21
)6,
8(0
011
)6,
7(0
50
1)
2,7(
00
43
)4,
32(
11)
4,3(
03
4)
0,3(
00
92
)3
93
6(0
4.5
)8,
2(U
N3
2
32/
13
49.
2)
7,4
7(6
2.3
)8,
28(
61.
0)
1,4(
05.
1)
2,2(
53.
4)
5,0
11(
36
1)
7,9
4(2
3)
3,1
8(0
52
1)
6,8(
00
11)
6,7(
05
01
)2,
7(0
03
3)
8,2
2(2
1)
7,3(
08
3)
6,2(
00
34
)0
84
9(0
4.8
)4,
4(U
N5
3
42/
14
58.
3)
8,7
9(6
2.4
)2,
80
1(1
2.0
)3,
5(0
6.2
)9,
3(5
7.5
)1,
64
1(3
12
)9,
46(
42
)0,
16(
05
21
)6,
8(0
011
)6,
7(0
50
1)
2,7(
00
33
)8,
22(
31
)0,
4(0
93
)7,
2(0
05
7)
53
56
1(0
4.4
1)
5,7(
SM
54
68/
56
05.
5)
7,9
31(
90.
6)
7,4
51(
03.
0)
6,7(
02.
5)
7,7(
06.
7)
0,3
91(
50
3)
0,3
9(7
1)
2,3
4(0
52
1)
6,8(
00
11)
6,7(
05
01
)2,
7(0
03
3)
8,2
2(6
1)
9,4(
08
3)
6 ,2(
00
35
1)
03
73
3(0
4.9
2)
3,5
1(T
M5
6
67
39.
5)
6,0
51(
85.
6)
1,7
61(
23.
0)
1,8(
00.
6)
9,8(
01.
8)
7,5
02(
92
3)
3,0
01(
61
)6,
04(
05
21
)6,
8(0
011
)6,
7(0
50
1)
2,7(
00
33
)8,
22(
71
)2,
5(0
83
)6,
2(0
08
71
)2
42
93(
02.
43
)8,
71(
PM
56
88/
58
47.
7)
6,6
91(
75.
8)
7,7
12(
24.
0)
7,0
1(04.11
)0,
71(
51.11)
2,3
82(
82
4)
5,0
31(
21
)5,
03(
05
21
)6,
8(0
011
)6,
7(0
50
1)
2,7(
00
33
)8,
22(
91
)9,
5(0
83
)6,
2(0
02
03
)9
75
66(
01.
85
)3,
03(
A/N
Seri
es 1
500 -
AC
T (
All S
izes)
or
PG
T (
2”,
2 ½
”,
3” a
nd
4” S
izes)
2/1
10
9.1
44.
1)
6,6
3(3
6.1
)4,
14(
01.
0)
5,2(
05.
0(0
)7,
07.
2)
6,8
6(2
8)
0,5
2(3
6)
0,0
61(
00
51
)3,
01(
05
31
)3,
9(0
52
1)
6,8(
00
04
)6,
72(
8)
5,2(
09
6)
8,4(
00
31
)6
68
2(0
0.2
)0,
1(R
M9
1
28/
32
49.
1)
3,9
4(9
1.2
)6,
55(
31.
0)
3,3(
08.
0)
2,1(
03.
3)
8,3
8(0
11
)5,
33(
74
)4,
91
1(0
05
1)
3,0
1(0
53
1)
3,9(
05
21
)6,
8(0
09
3)
9,6
2(0
1)
1,3(
06
6)
6,4(
00
32
)1
70
5(0
7.3
)9,
1(R
N3
2
2/1
28/
72
73.
2)
2,0
6(8
6.2
)1,
86(
61.
0)
1,4(
02.
1)
8,1(
57.
3)
3,5
9(4
31
)8,
04(
93
)1,
99(
00
51
)3,
01(
05
31
)3,
9(0
52
1)
6,8(
00
04
)6,
72(
11
)4,
3(0
76
)6,
4(0
04
3)
69
47(
04.
5)
8,2(
TM
72
32/
13
49.
2)
7,4
7(2
3.3
)3,
48(
91.
0)
8,4(
08.
1)
7,2(
54.
4)
0,3
11(
66
1)
6,0
5(1
3)
7,8
7(0
05
1)
3,0
1(0
53
1)
3,9(
05
21
)6,
8(0
09
3)
9,6
2(2
1)
7,3(
06
6)
6,4(
00
35
)4
86
11(
04.
8)
4,4(
SM
53
42/
14
58.
3)
8,7
9(6
3.4
)7,
01
1(6
2.0
)6,
6(0
2.3
)8,
4(0
8.5
)3,
74
1(8
12
)4,
66(
42
)0,
16(
00
51
)3,
01(
05
31
)3,
9(0
52
1)
6,8(
00
04
)6,
72(
41
)3,
4(0
96
)8 ,
4(0
03
9)
30
50
2(0
4.4
1)
5,7(
RM
54
68/
56
05.
5)
7,9
31(
22.
6)
0,8
51(
63.
0)
1,9(
03.
6)
4,9(
47.
7)
6,6
91(
11
3)
8,4
9(7
1)
2,3
4(0
05
1)
3,0
1(0
53
1)
3,9(
05
21
)6,
8(0
00
4)
6,7
2(7
1)
2,5(
06
6)
6,4(
00
88
1)
64
41
4(0
4.9
2)
3,5
1(S
M5
6
67
39.
5)
6,0
51(
27.
6)
7,0
71(
93.
0)
9,9(
02.
7)
7,0
1(0
2.8
)3,
80
2(6
33
)4,
20
1(6
1)
6,0
4(0
05
1)
3,0
1(0
53
1)
3,9(
05
21
)6,
8(0
00
4)
6,7
2(7
1)
2,5(
06
6)
6,4(
00
91
2)
18
28
4(0
2.4
3)
8,7
1(A/
N
88/
59
47.
7)
6,6
91(
57.
8)
3,2
22(
15.
0)
0,3
1(06.31
)2,
02(
08.11)
7,9
92(
73
4)
2,3
31(
21
)5,
03(
00
51
)3,
01(
05
31
)3,
9(0
52
1)
6,8(
00
93
)9,
62(
02
)2,
6(0
66
)6,
4(0
01
73
)1
97
18(
01.
85
)3,
03(
A/N
Seri
es 1
750 -
AC
T (
All S
izes)
or
PG
T (
2”,
2 ½
”,
3” a
nd
4” S
izes)
2/1
10
9.1
44.
1)
6,6
3(7
6.1
)4,
24(
11.
0)
8,2(
06.
0)
9,0(
07.
2)
6,8
6(3
8)
3,5
2(2
6)
5,7
51(
05
71
)1,
21(
00
61
)0,
11(
00
51
)3,
01(
00
74
)4,
23(
9)
8,2(
03
11
)8,
7(0
05
1)
70
33(
00.
2)
0,1(
RM
91
28/
32
49.
1)
3,9
4(4
2.2
)9,
65(
51.
0)
8,3(
09.
0)
3,1(
53.
3)
1,5
8(2
11
)1,
43(
64
)8,
61
1(0
57
1)
1,2
1(0
06
1)
0,1
1(0
05
1)
3,0
1(0
06
4)
7,1
3(0
1)
1,3(
04
01
)2,
7(0
07
2)
25
95(
07.
3)
9,1(
SM
32
2/1
28/
72
73.
2)
2,0
6(4
7.2
)6,
96(
91.
0)
8,4(
04.
1)
1,2(
67.
3)
5,5
9(7
31
)8,
14(
83
)5,
69(
05
71
)1,
21(
00
61
)0,
11(
00
51
)3,
01(
00
74
)4,
23(
11
)4,
3(0
11
1)
7,7(
00
24
)9
52
9(0
4.5
)8,
2(S
M7
2
32/
13
49.
2)
7,4
7(0
4.3
)4,
68(
32.
0)
8,5(
01.
2)
1,3(
05.
4)
3,4
11(
07
1)
8,1
5(1
3)
7,8
7(0
57
1)
1,2
1(0
06
1)
0,1
1(0
05
1)
3,0
1(0
06
4)
7,1
3(3
1)
0,4(
05
01
)2,
7(0
04
6)
90
14
1(0
4.8
)4,
4(S
M5
3
42/
14
58.
3)
8,7
9(4
4.4
)8,
21
1(0
3.0
)6,
7(0
7.3
)5,
5(5
9.5
)1,
15
1(2
22
)7,
76(
32
)4,
85(
05
71
)1,
21(
00
61
)0,
11(
00
51
)3,
01(
00
64
)7,
13(
41
)3,
4(0
40
1)
2,7(
00
90
1)
03
04
2(0
4.4
1)
5,7(
RM
54
68/
56
05.
5)
7,9
31(
53.
6)
3,1
61(
24.
0)
7,0
1(0
3.7
)9,
01(
29.
7)
2,1
02(
71
3)
6,6
9(6
1)
6,0
4(0
57
1)
1,2
1(0
06
1)
0,1
1(0
05
1)
3,0
1(0
06
4)
7,1
3(7
1)
2,5(
04
01
)2,
7(0
03
22
)3
61
94(
04.
92
)3,
51(
RM
56
67
39.
5)
6,0
51(
68.
6)
2,4
71(
64.
0)
7,1
1(0
5.8
)6,
21(
04.
8)
4,3
12(
34
3)
5,4
01(
51
)1,
83(
05
71
)1,
21(
00
61
)0,
11(
00
51
)3,
01(
00
64
)7,
13(
81
)5,
5(0
60
1)
3,7(
00
26
2)
16
77
5(0
2.4
3)
8,7
1(A/
N
88/
59
47.
7)
6,6
91(
49.
8)
1,7
22(
06.
0)
2,5
1(01.61
)0,
42(
09.11)
3,2
03(
74
4)
2,6
31(
21
)5,
03(
05
71
)1,
21(
00
61
)0,
11(
00
51
)3,
01(
00
64
)7,
13(
02
)2,
6(0
60
1)
3,7(
00
54
4)
50
18
9(0
1.8
5)
3,0
3(A/
N
N/A
- N
ot A
vaila
ble
(R
epair J
oin
t R
equired)
LP
/STAR
™ A
lip
hati
c A
min
e (A
PI 1
5H
R D
ES
IGN
) - P
ag
e 4
AP
I T
HR
EA
DS
(Metr
ic C
on
vers
ion
s a
re i
n P
are
nth
esis
)
Seri
es 3
000 -
AC
T (
On
ly)
se
hc
nI-e
ziS
epi
P½
12
½2
34
56
68
8m
ets
yS
gni
nio
J
)3(
eziS
da
erh
T"
09.
1"
8/3
2"
8/7
2"
½3
"½
4"
½5
"8/
56
"7
"8/
58
"8/
59
dr0
1E
UE
dr8
EU
Edr
8E
UE
dr8
EU
Edr
8E
UE
dr8
DO
dr8
DO
dr8
DO
dr8
DO
dr8
DO
D.O
te
sp
Uni
P•
nI5
1.2
06.
20
1.3
57.
35
7.4
55.
55
6.6
50.
75
6.8
56.
9
)m
m()
6,4
5()
0,6
6()
7,8
7()
3,5
9()
7,0
21(
)0,
14
1()
9,8
61(
)1,
97
1()
7,9
12(
)1,
54
2
htg
ne
Ld
aer
hT
•
nI6
3.2
49.
25
2.3
05.
38
8.3
57.
45
2.4
88.
45
8.4
31.
5
)m
m()
9,9
5()
7,4
7()
6,2
8()
9,8
8()
6,8
9()
7,0
21(
)0,
80
1()
0,4
21(
)2,
32
1()
3,0
31(
ss
oL
htg
ne
Lp
Ue
ka
M•
nI6
0.2
65.
28
8.2
31.
35.
38
3.4
88.
30
5.4
05.
45
7.4
)m
m()
4,2
5()
1,5
6()
0,3
7()
4,9
7()
9,8
8()
1,1
11(
)4,
89(
)3,
41
1()
3,4
11(
)7,
02
1(
Seri
es 2
000 -
AC
T (
All S
izes)
or
PG
T (
2”,
2½
” a
nd
3” S
izes)
Seri
es 2
250 -
AC
T (
All S
izes)
or
PG
T (
2”,
2½
” a
nd
3” S
izes)
Seri
es 2
500 -
AC
T (
All S
izes)
or
PG
T (
2” a
nd
2½
” S
izes)
Jo
inin
g S
ys
tem
In
form
ati
on
(M
etr
ic C
on
vers
ion
s a
re in
Pare
nth
esis
)
2/1
10
9.1
44.
1)
6,6
3(4
8.1
)7,
64(
02.
0)
1,5(
00.
1)
5,1(
89.
2)
7,5
7(2
9)
0,8
2(6
5)
2,2
41(
00
03
)7,
02(
00
72
)6,
81(
05
52
)6,
71(
00
08
)2,
55(
01
)1,
3(0
92
5)
5,6
3(0
09
2)
39
36(
00.
2)
0,1(
A/N
28/
32
49.
1)
3,9
4(9
4.2
)2,
36(
72.
0)
9,6(
08.
1)
7,2(
56.
3)
7,2
9(4
21
)8,
73(
24
)7,
60
1(0
00
3)
7,0
2(0
07
2)
6,8
1(0
55
2)
6,7
1(0
00
8)
2,5
5(2
1)
7,3(
06
35
)0,
73(
00
35
)4
86
11(
07.
3)
9,1(
A/N
2/1
28/
72
73.
2)
2,0
6(3
0.3
)0,
77(
33.
0)
4,8(
06.
2)
9,3(
32.
4)
4,7
01(
25
1)
3,6
4(4
3)
4,6
8(0
00
3)
7,0
2(0
07
2)
6,8
1(0
55
2)
6,7
1(0
00
8)
2,5
5(3
1)
0,4(
06
35
)0,
73(
00
08
)7
36
71(
04.
5)
8,2(
A/N
3C
T2/
14
49.
2)
7,4
7(7
7.3
)8,
59(
14.
0)
4,0
1(0
9.4
)3,
7(0
0.7
)8,
77
1(8
81
)3,
75(
82
)1,
17(
00
03
)7,
02(
00
72
)6,
81(
05
52
)6,
71(
00
08
)2,
55(
41
)3,
4(0
43
5)
8,6
3(0
03
21
)7
11
72(
04.
8)
4,4(
A/N
2/1
32/
14
33.
3)
6,4
8(7
2.4
)5,
80
1(7
4.0
)9,
11(
04.
5)
0,8(
57.
6)
5,1
71(
31
2)
9,4
6(4
2)
0,1
6(0
00
3)
7,0
2(0
07
2)
6,8
1(0
55
2)
6,7
1(0
00
8)
2,5
5(5
1)
6,4(
09
25
)5,
63(
00
85
1)
33
84
3(0
8.0
1)
6,5(
A/N
42/
15
58.
3)
8,7
9(3
9.4
)2,
52
1(4
5.0
)7,
31(
03.
7)
9,0
1(7
4.7
)7,
98
1(7
42
)3,
57(
12
)3,
35(
00
03
)7,
02(
00
72
)6,
81(
05
52
)6,
71(
00
08
)2,
55(
61
)9,
4(0
63
5)
0,7
3(0
01
12
)7
15
64(
04.
41
)5,
7(A/
N
2/1
10
9.1
44.
1)
6,6
3(7
7.1
)0,
54(
61.
0)
1,4(
08.
0)
2,1(
48.
2)
1,2
7(8
8)
8,6
2(8
5)
3,7
41(
00
52
)2,
71(
05
22
)5,
51(
00
12
)5,
41(
00
66
)5,
54(
01
)1,
3(0
70
3)
2,1
2(0
03
2)
17
05(
00.
2)
0,1(
QM
91
28/
32
49.
1)
3,9
4(9
3.2
)7,
06(
22.
0)
6,5(
04.
1)
1,2(
06.
3)
4,1
9(9
11
)3,
63(
44
)8,
11
1(0
05
2)
2,7
1(0
52
2)
5,5
1(0
01
2)
5,4
1(0
06
6)
5,5
4(1
1)
4,3(
09
03
)3,
12(
00
24
)9
52
9(0
7.3
)9,
1(P
M3
2
2/1
28/
72
73.
2)
2,0
6(1
9.2
)9,
37(
72.
0)
9,6(
01.
2)
1,3(
30.
4)
4,2
01(
54
1)
2,4
4(6
3)
4,1
9(0
05
2)
2,7
1(0
52
2)
5,5
1(0
01
2)
5,4
1(0
06
6)
5,5
4(2
1)
7,3(
05
03
)0,
12(
00
36
)9
88
31(
04.
5)
8,2(
PM
72
32/
13
49.
2)
7,4
7(1
6.3
)7,
19(
43.
0)
6,8(
02.
3)
8,4(
58.
4)
2,3
21(
18
1)
2,5
5(9
2)
7,3
7(0
05
2)
2,7
1(0
52
2)
5,5
1(0
01
2)
5,4
1(0
06
6)
5,5
4(4
1)
3,4(
07
03
)2,
12(
00
89
)5
06
12(
04.
8)
4,4(
PM
53
2/1
32/
14
33.
3)
6,4
8(0
1.4
)1,
40
1(9
3.0
)9,
9(0
5.4
)7,
6(0
5.6
)1,
56
1(5
02
)5,
26(
52
)5,
36(
00
52
)2,
71(
05
22
)5,
51(
00
12
)5,
41(
00
76
)2,
64(
41
)3,
4(0
12
3)
1,2
2(0
08
21
)9
12
82(
08.
01
)6,
5(A/
N
42/
15
58.
3)
8,7
9(3
7.4
)1,
02
1(4
4.0
)2,
11(
00.
6)
9,8(
21.
7)
8,0
81(
63
2)
9,1
7(2
2)
9,5
5(0
05
2)
2,7
1(0
52
2)
5,5
1(0
01
2)
5,4
1(0
06
6)
5,5
4(5
1)
6,4(
07
03
)2,
12(
00
76
1)
71
86
3(0
4.4
1)
5,7(
A/N
2/1
10
9.1
44.
1)
6,6
3(4
7.1
)2,
44(
51.
0)
8,3(
07.
0)
0,1(
08.
2)
1,1
7(7
8)
5,6
2(0
6)
4,2
51(
05
22
)5,
51(
05
02
)1,
41(
00
91
)1,
31(
00
06
)4,
14(
9)
8,2(
08
22
)7,
51(
00
02
)9
04
4(0
0.2
)0,
1(Q
M9
1
28/
32
49.
1)
3,9
4(4
3.2
)4,
95(
02.
0)
1,5(
03.
1)
9,1(
05.
3)
9,8
8(7
11
)7,
53(
44
)8,
11
1(0
52
2)
5,5
1(0
50
2)
1,4
1(0
09
1)
1,3
1(0
00
6)
4,1
4(11
)4,
3(0
72
2)
7,5
1(0
07
3)
75
18(
07.
3)
9,1(
QM
32
2/1
28/
72
73.
2)
2,0
6(5
8.2
)4,
27(
42.
0)
1,6(
08.
1)
7,2(
49.
3)
1,0
01(
34
1)
6,3
4(6
3)
4,1
9(0
52
2)
5,5
1(0
50
2)
1,4
1(0
09
1)
1,3
1(0
00
6)
4,1
4(2
1)
7,3(
01
32
)9,
51(
00
65
)6
43
21(
04.
5)
8,2(
QM
72
32/
13
49.
2)
7,4
7(4
5.3
)9,
98(
03.
0)
6,7(
08.
2)
2,4(
47.
4)
4,0
21(
77
1)
9,3
5(9
2)
7,3
7(0
52
2)
5,5
1(0
50
2)
1,4
1(0
09
1)
1,3
1(0
00
6)
4,1
4(3
1)
0,4(
05
22
)5,
51(
00
68
)0
69
81(
04.
8)
4,4(
QM
53
42/
14
58.
3)
8,7
9(4
6.4
)9,
71
1(0
4.0
)2,
01(
09.
4)
3,7(
52.
6)
8,8
51(
23
2)
7,0
7(2
2)
9,5
5(0
52
2)
5,5
1(0
50
2)
1,4
1(0
09
1)
1,3
1(0
01
6)
1,2
4(5
1)
6,4(
04
32
)1,
61(
00
05
1)
96
03
3(0
4.4
1)
5,7(
A/N
2/1
10
9.1
44.
1)
6,6
3(0
7.1
)2,
34(
31.
0)
3,3(
06.
0)
9,0(
57.
2)
9,9
6(5
8)
9,5
2(1
6)
9,4
51(
00
02
)8,
31(
00
81
)4,
21(
00
71
)7,
11(
00
35
)5,
63(
9)
8,2(
00
61
)0,
11(
00
81
)8
69
3(0
0.2
)0,
1(R
M9
1
28/
32
49.
1)
3,9
4(9
2.2
)2,
85(
71.
0)
3,4(
01.
1)
6,1(
04.
3)
4,6
8(4
11
)7,
43(
54
)3,
41
1(0
00
2)
8,3
1(0
08
1)
4,2
1(0
07
1)
7,1
1(0
03
5)
5,6
3(1
1)
4,3(
06
51
)8,
01(
00
23
)5
50
7(0
7.3
)9,
1(Q
M3
2
2/1
28/
72
73.
2)
2,0
6(9
7.2
)9,
07(
12.
0)
3,5(
06.
1)
4,2(
58.
3)
8,7
9(9
31
)4,
24(
73
)0,
49(
00
02
)8,
31(
00
81
)4,
21(
00
71
)7,
11(
00
35
)5,
63(
21
)7,
3(0
75
1)
8,0
1(0
08
4)
28
50
1(0
4.5
)8,
2(Q
M7
2
32/
13
49.
2)
7,4
7(7
4.3
)1,
88(
72.
0)
9,6(
05.
2)
7,3(
36.
4)
6,7
11(
47
1)
0,3
5(0
3)
2,6
7(0
00
2)
8,3
1(0
08
1)
4,2
1(0
07
1)
7,1
1(0
03
5)
5,6
3(3
1)
0,4(
02
61
)2,
11(
00
57
)5
35
61(
04.
8)
4,4(
RM
53
42/
14
58.
3)
8,7
9(4
5.4
)3,
51
1(5
3.0
)9,
8(0
3.4
)4,
6(0
1.6
)9,
45
1(7
22
)2,
96(
32
)4,
85(
00
02
)8,
31(
00
81
)4,
21(
00
71
)7,
11(
00
35
)5,
63(
51
)6,
4(0
95
1)
0,1
1(0
08
21
)9
12
82(
04.
41
)5,
7(P
M5
4
67
05.
5)
7,9
31(
84.
6)
6,4
61(
94.
0)
4,2
1(0
9.8
)2,
31(
08.
8)
5,3
22(
42
3)
8,8
9(6
1)
6,0
4(0
00
2)
8,3
1(0
08
1)
4,2
1(0
07
1)
7,1
1(0
03
5)
5,6
3(8
1)
5,5(
06
51
)8,
01(
00
16
2)
04
57
5(0
4.9
2)
3,5
1(Q
M5
6
PIP
E D
IME
NS
ION
S (N
OM
INA
L)
FG
S R
AT
ED
PR
ES
SU
RE
S(4
)
Pip
e-T
hre
ad
Siz
e
Inch
es
Insid
e
Dia
mete
r
In(m
m)
Min
imu
m
Be
nd
ing
Rad
ius
Ft
(m)
Maxim
um
Defl
ecti
on
In/j
t(c
m/j
t)
Co
nn
ec
tio
n
Dia
mete
r
In(m
m)
Pip
e
We
igh
t
Lb
s/f
t(k
g/m
)
Wa
ll
Th
ickn
ess
In(m
m)
Ou
tsid
e
Dia
mete
r
In(m
m)
Maxim
um
Su
pp
ort
Sp
an
Ft
(m)
Ult
ima
te(2
)
Pre
ssu
reA
ST
MD
-1599
psi
(MP
a)
Co
llap
se
Ra
tin
g
psi
(MP
a)
Sta
tic
(1)
200º F
(93.3
º C)
psi
(MP
a)
Sta
tic
(1)
180º F
(82.2
º C)
psi
(MP
a)
Sta
tic
(1)
150º F
(65.6
º C)
psi
(MP
a)
Sh
ort
Term
Ten
sile R
ati
ng
Lb
s(k
gs)
Cap
acity
Bb
ls/1
,000 ft
(m3/k
m)
Th
read
ed
Ad
ap
ter
Pro
du
ct
Co
de
Seri
es 3
250 -
AC
T (
On
ly)
Availab
le U
po
n R
eq
uest
N/A
- N
ot A
vaila
ble
(R
epair J
oin
t R
equired)
Issu
ed N
ove
mber 2004
Supers
edes M
arc
h 2
004
HE
AD
QU
AR
TE
RS
P.O
. B
ox 3
7389
2425 S
.W.
36th
Str
eet
San A
nto
nio
, Texas 7
8237
Phone:
1 (
210)
434-5
043
Fax:
1 (
210)
434-7
543
ww
w.s
tarf
ibe
rgla
ss.c
om
E-M
ail:
in
fo@
sta
rfib
erg
lass.c
om
® T
he
AP
I Q
MS
Re
gis
tere
d m
ark
is e
ith
er
a t
rad
em
ark
of
reg
iste
red
tra
de
ma
rk o
f th
e A
me
rica
n P
etr
ole
um
In
stitu
te in
th
e U
nite
d S
tate
s a
nd
/or
oth
er
co
un
trie
s.
LP
/STAR
™ A
lip
hati
c A
min
e (A
PI 1
5H
R D
esig
n) - P
ag
e 6
Co
rresp
on
din
g N
um
bere
d N
ote
s:
1.
SE
RIE
S P
RE
SS
UR
E -
The m
axim
um
opera
ting p
ressure
at
desig
n t
em
pera
ture
.
2.
ULT
IMA
TE
S -
The t
ypic
al m
ode o
f fa
ilure
for
pre
ssure
is w
eep a
nd f
or
tensile
it
is a
n a
cro
ss t
he join
t pip
e b
ody s
hear.
3.
AP
I C
ON
NE
CT
ION
S -
Any o
rder
may inclu
de u
p t
o 1
5%
thre
aded a
nd c
ouple
d p
ipe.
All
pro
ducts
are
pro
duced inte
gra
l jo
int
unle
ss indic
ate
d (
TC
) T
hre
aded a
nd C
ouple
d.
All
1½
” E
UE
10rd
and 2
3/8
” -
4½
” E
UE
8rd
AP
I th
reads c
onfo
rm t
o A
PI
5B
Table
14 (
L4 is m
inim
um
) and a
ll 5½
” -
9 5
/8”
OD
8rd
casin
g t
hre
ads c
onfo
rm t
o A
PI
5B
Table
7 (
L4 is
min
imu
m).
4.
CY
CL
IC -
Consult a
Fib
er
Gla
ss S
yste
ms t
echnic
al
serv
ices p
ers
onnel
in a
pplic
ation w
here
pre
ssure
flu
ctu
ations o
f m
ore
than 2
0 p
erc
ent
of
the s
teady p
ressure
rating a
re
an
ticip
ate
d.
LIM
ITE
D W
AR
RA
NT
Y
Se
lle
r w
arr
an
ts t
ha
t P
RO
DU
CT
S m
an
ufa
ctu
red
by S
elle
r w
he
n p
rop
erl
y i
nsta
lle
d,
use
d,
an
d m
ain
tain
ed
sh
all b
e f
ree
fro
m d
efe
cts
in
ma
teri
al
an
d w
ork
ma
nsh
ip.
Se
lle
r’s
responsib
ility
under
this
warr
anty
shall
be lim
ited t
o r
epla
cin
g o
r re
pairin
g P
RO
DU
CT
S,
at
Selle
r’s o
ption,
the P
RO
DU
CT
S t
hat
pro
ve d
efe
ctive in m
ate
rial or
work
manship
within
one
(1)
year
from
the d
ate
of
insta
llation,
pro
vid
ed t
hat
Buyer
giv
es S
elle
r pro
mpt
notice o
f any d
efe
ct
or
failu
re a
nd s
atisfa
cto
ry p
roof
there
of. A
ny d
efe
ctive p
roduct
must
be r
etu
rned t
o
Selle
r’s f
acto
ry,
or
any o
ther
repair f
acili
ty d
esig
nate
d b
y S
elle
r.
Selle
r w
ill d
eliv
er
repla
cem
ent
of
defe
ctive P
RO
DU
CT
S t
o B
uyer
freig
ht
pre
paid
to t
he d
estination p
rovid
ed f
or
in t
he
origin
al
ord
er.
P
RO
DU
CT
S r
etu
rned t
o S
elle
r fo
r w
hic
h S
elle
r pro
vid
es r
epla
cem
ent
under
this
warr
anty
shall
becom
e t
he p
ropert
y o
f th
e S
elle
r.
This
lim
ited w
arr
anty
does n
ot
apply
to f
ailu
re o
f P
RO
DU
CT
S c
aused b
y a
bra
siv
e m
ate
rials
, exposure
to a
ggre
ssiv
e f
luid
s,
impro
per
applic
ation,
mis
handlin
g,
or
abuse.
In t
he e
vent
PR
OD
UC
TS
are
altere
d o
r re
paired b
y t
he B
uyer
and/o
r end u
ser
without
prior
written a
ppro
val
of
the S
elle
r, a
ll w
arr
anties a
re v
oid
. E
quip
ment
and a
ccessories n
ot
manufa
ctu
red b
y t
he s
elle
r w
arr
ante
d o
nly
to t
he e
xte
nt
of
and b
y t
he o
rigin
al
manufa
ctu
rer’
s w
arr
anty
. A
new
warr
anty
period s
hall
not
be e
sta
blis
hed f
or
repaired o
r re
pla
ced
mate
rials
, P
RO
DU
CT
S,
or
supplie
s.
Such i
tem
s s
hall
rem
ain
under
warr
anty
only
for
the r
em
ain
der
of
the w
arr
anty
period o
n o
rig
inal
mate
rials
, P
RO
DU
CT
S,
or
supplie
s.
The f
ore
goin
g w
arr
anties a
re i
n l
ieu o
f all
oth
er
warr
anties,
wheth
er
ora
l, w
ritten,
expre
ss,
implie
d o
r sta
tuto
ry.
Im
plie
d w
arr
anties o
f fitn
ess a
nd m
erc
hanta
bili
ty s
hall
not
apply
.
Selle
r’s w
arr
anty
oblig
ations a
nd B
uyer’s r
em
edie
s t
here
under
(except
as t
o t
itle
) are
sole
ly a
nd e
xclu
siv
ely
as s
tate
d h
ere
in.
In n
o c
ase w
ill S
elle
r be l
iable
for
consequential
dam
ages,
labor
perf
orm
ed i
n c
onnection w
ith r
em
oval
and r
epla
cem
ent
of
the P
RO
DU
CT
S,
loss o
f pro
duction o
r any o
ther
loss i
ncurr
ed b
ecause o
f in
terr
uption o
f serv
ice.
IMP
OR
TA
NT
NO
TIC
E
Th
is lit
era
ture
is in
ten
ded
as a
gu
ide o
nly
. A
ll v
alu
es lis
ted
in
th
is p
rod
uct
sp
ecif
icati
on
are
no
min
al. U
nsatisfa
cto
ry p
roduct re
sults m
ay o
ccur
due to e
nvironm
enta
l fluctu
a-
tions,
variations i
n o
pera
ting p
rocedure
s,
or
inte
rpola
tion o
f data
. W
e s
uggest
that
pers
onnel
usin
g t
his
data
have s
pecia
lized t
rain
ing a
nd e
xperience i
n t
he a
pplic
ation o
f th
ese
pro
ducts
and t
heir n
orm
al
insta
llation a
nd o
pera
ting c
onditio
ns.
Your
inte
nded a
pplic
ation o
f th
ese p
roducts
should
be v
erifie
d f
or
pro
priety
by y
our
engin
eers
. W
e e
xpre
ssly
dis
cla
im r
esponsib
ility
for
any c
onsequential
or
incid
enta
l dam
ages r
esultin
g f
rom
the i
nsta
llation o
r use o
f th
ese p
roducts
sin
ce w
e d
o n
ot
dete
rmin
e t
he d
egre
e o
f care
utiliz
ed
during t
he p
roduct
insta
llation o
r serv
ice.
We r
eserv
e t
he r
ight
to r
evis
e t
his
data
, as n
ecessary
, w
ithout
notice.
We w
elc
om
e c
om
ments
regard
ing t
his
pro
duct
litera
ture
.
Recommended